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HomeMy WebLinkAboutProduct Approval i Florida Building Code Online Page 1 of 2 i•��v� - � �' 4�' '�� ti 2't.{" xtin x'r'`,M. i J. `'•*� i- r•• r`}� �,�r�� Cr•F.��� ,r ,-�.. � r•}='x g r',1� (^ `?U X x (-. .9't r+'.,, •^.+ 4 i r'-^.4 tJ�.. F"'•' 4r sal t � x4a � 5 r` sl} n a# 9$ as Sn�E `aE" >i�y� $ { :N � 4.r �.._ � ' ' r '£ �. '`� ti i7r �`n•'ty,Cf�'`_'"j"�,/"'�''��a S}ja��,..'�v�?�...kr.�'xr�3 x.:�•�-' a,aa__....�.�-_3r...,..._..•..:.,u..._._._��...__....._.....i:,..�v.__...c._v u�r.=�uca�-=Fk:.�.t..s'r._x.. FCslrl^c C✓�J i'(lltilt�{ BCIS Home ! Log In User Registration Hot Topics 1 Submit Surcharge Stats&Facts Publications ! FBC Staff BCIS Site Map I Links Search i 3usines5'/- 1 Pruct Approval Professional I USER:odPublic User Regdation Product Approval Menu>Product or Application Search>Application List>Application Detail c;'t — a Ti- zg - c�� FL# F1389-R8 R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived . Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE ',,' Validation Checklist'-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ o•If Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,-202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httnsJ/flrnidahnilriinorno/nrMr ant, rltl 17i1ci1)n1c Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R3 II A.S.S.A. INC. DRAJG.15 OBG.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.IS-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. __[ 389.2 Bertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 I1' A.S.S.A INC. DRWG.15-085 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A'. INC. P.E.R. DRWG. 15-085 H•I.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f, for metals stud mountings and 8'-0"for 110 p.s.f,for HV1 and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R^o II A.S.S.A. INC. DR`dJG.15-084.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A: INC. P.E.R. DRWG 15-084 Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively uack Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824° The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please'contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M F E9 M �ll'ltI'I t}:�te T1tIt:.T https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDavYYHH2vJvx53Mw... 7/15/2015 GENERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE LIN ACCORDANCE WITH THE 2014(5(h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTONALRY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO&S.D. DESIGN WIND LOADS AREA-1: HV BLADES Q& �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAIC(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 7. INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS HAI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD=1,.60 WAS USED FOR VERI-FICATIO-N OF FASTENERS IN WOOD. SYSTEM-COMPONENTS 21-37 SHEET_3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,#0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA-2: HV BLADE n AND HV WINDOW BLADE C1P� --AND"E-1996 STANDARDS(MISSILE LEVEL.D.WIND ZONES 1. 2&3)&#1220.01-iD AS PER TAS 201,,20-3-&203 PROTOCOLS_LARGE MISSILE. - (WHERE APPLICABLE) -HV WINDOW BLADE (9 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND #0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. W BLADEO AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(W-SCREWS); USED AT BLADES-KNUCKLE AND FOR DIRECT-MOUNT CONNECTION TO-TRACKS SHALL BE#14x2.75'AND.#14x1.75"RESPECTNELY,-410-HT MINIMUM SERIES CENTERMATE DETAILS NV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE-ALlT]RNATING DETAILS IHV - SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4,ALL ALUMINUM DORUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 W FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY_ MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 kei MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(E): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 'D&© WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582 COMPONENTS OF THUS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X,WOOD SHEET 18 METAL SUPPLY,INC. 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE R ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUNTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL W AND HD CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. AREA 4: HV WINDOW BLADE L I 1 ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERT'OPENING.LASEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COOS 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. '13. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;T.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THE P.E.D.WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. (d) STYE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHAT SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. , BERTHA HV TM ' TM 0. MrEco ,N.. A■S.S.AAccordion Shutter System . KV.BLADE#1 W/OR W/D H.V. WINDOW BADE American Shutter Systems EV.N DESCRIPTI011 DATE DRAWN BY: M-L •, TLTICCIT TESTING & ENGINEERING COMPANY y off.• F I L OF 6]59 N.W.JEW.SL.51e JOS,NRGItM WADp15,RDR� 3]16 Assoclation, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 Phorin:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No iS'•'••. �C. �`` e-mail:Ultecoeeol.- West Palm Beach, FL 33407 "3 5-085 �''',s/ANAL ENG���``� WALTER -000671Jr.P.E AY741 1 11ok" FLORIDA Uc.#44167 5 SHEET P.E. SEAL�S�TUYURE/DATE 6. 10F 20 .f ti3'0 TOR-DOW eotPDE @ e VARIES 1.918' 1.491' o A e0p <E" o Max. 1.200' (1a 4.3711 a554M1.785' 0' 1 HV S LI BLA .375" \' O5 HV 90'/180' STAR 3OTER HV UNIVERSAL FLOATER - \ QUALIFIED FOR USE W/ C VEREO UNDER US PATENT QUALIFIED FOR USE W/ HV BLADE(j) ®HV DIRECT MOUNT HV BLADEQ7 1 01111 D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A *SEE LIMITATIONS OF USE OF BLADE-1©ON•SHEET 19 - _ _ LLO -( TEMPER 1� 37 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 6063-,T6 ALLOYY ANMD ,12q• 08.5" �� 670' y8 2.670" 3.556" n - .994- 6 ' 670" 2.226- o _ ._ -_ _ _ __ -_-_ _ 072 _ - $ --_ __ --__ 842 - - _ ry 4.697 . <O�Y• .815' 2.092" N O7 HV ADJ. ADAPTER WALIP 4.43G' 12• 1.375' 0.072• ---------- 0.072• - - - 12 3.226 QUALIFIED USE w/ Hv - ®HV WALK-OVER TRACK .920 - ©HV ADJ_ FLOOR TRACK 13LADE(t QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK 55' 3.7so' 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TG ALLOY A D TEMPER BLADE 01 ONLY. HV RAINGUARD BLADE D 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER =' VARIES1.936' BLADE 1" 1.815- VARIES 1.936' 6063-T6 ALLOY A D TEMPER Max. '0 1.917' I ac. OBJ' 083• .083" om .083• < ,093 .093" 00 .100• .125' .060' 670 .093' _ .093'°o .0�• .0�,0 VV_ miy. 670 1.666" 670 3.520' 7510- 3.529 P' 670 0Qj/a• o 11 HV CEILING HEADER 1® HV HEADER�SILL 13 D CEILING ADER L 3 l� Q LIFIED FOR USE W/ HV BLADE�iIONLY, QUALIFIED FOR USE W/ HV BLADE 1QONLY ••'' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLAD - 14 HD WALL HEADER ILL SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER T1 COMPONENT A B T1 T2 X Y t 2' 1 2' 0.125" 1' I 1' 0.062' Q 2" S"MAX. 1/8' 1/8' 3" 1 3' 0.090' , IB 2" 5"MAY. 0.192" 0.192• 1[] SIDE ANGLES B (0 CORNER POSTS QUALIFIED FOR USE W/ FIV ALUMINUM ANGLES Is 2.5' 7"MAX. m9o' o.190• QUALIFIED FOR USE W/ HV BLADE 1O QUALIFIED FOR,USE W/ HV BLADE Q 6063-76 ALLOY AND TEMPER BLADE V ONLY. © 2" 5'MAX. 0.139' 0.1311 5063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ♦� P.TIC( 2015 EASTERN METAL SUPPLY, INC. BERTHA HYTM Accordion Shutter System 1 11..1 C ® I n c. ■ ■ ■ ■ H.V. BLADE#1 w/OR W/0 H.V. IMMON BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems c,•N DESCMMIM DATE DRAWN 0Y: M.L. -*', �` - �� Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF rt,` 6355 N.W.36th.SL,Ste.305.MRGRRA GARDENS.FLORIDA M161 4268 Weslroods Drive 2 Phone (305)071-1530.Fax (305)871-1571 DRAWING No FCORiO •'��`��` R-mall:6ileaaoaol.aoa West Palm Beach, FL 33407 3 15-085 v���/FSS/ONA���♦♦`♦ WALTER A TIL LIT Jr.P.E. 5 SHEET FLORIDA U..b 44167 P.E. S+fl6+/616t4T6'R"E/DATE G 2 OF 20 J 4.660' •g2g• 4.576' 745" 2.93" I I/4'-20,1/' I/4'-20 D6:rJ5T 6-334` FIAT 11Fit0 THREADED HOUSING EWAEL 2.91" .745' ,o O1/Tt O oK GUT S-SITES- FYucCD PNNifD WsOO. O 4y' (2 rM.) H:EOE E)UAfl ONCED PNHfEU 'm .062' (} •`+N 8/ n m F�/ KNO9. .875" 1.325' of ayti .3i8 27' 4 _ 8@15S C111NDEN BRASS CYLINDER o e 54�(b -j- x icEYS(ODIOME (CHROME PLATED) 2 HU CENTERMATE � ss. Ko. �oG2 3zs n- HV LOCK D) � HV EGRESS LOCK AUFlED FOR USE W/ HV BLADE Q7 & 1 rILY 'Erl: HV FLOATING CENTERMA E 6063-T6 ALLOY AND TEMPER OUA tE0 FOR USE Wj HV BLADE 1 & )F. ONLY ° ?�'" .D 3' .875- m QUALIFIED FOR USE W/ HV .QUAUFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER 2 H CORNER CENTERMATEBLADE(D& ®ONLY. BLADE 74& ONLY. Q AUFlED FOR USE Wj HV BLADE I ONtY 250'ao. - ,87a' -, ---_ _ - 6063=T6"'ALLOY AND TEMPER_ 18' PlA50C HFAO o 7.756' 922' - -- - -2. MOLDED-T0 �_.m ._m 4.045' SCREW n _ _ .- .._ n2 _ - 2V79' 1.753` .IIOD•1 o p61 p ' a .8 5" o .360'AFTER RIVETING BEFORE RIVETING 1/4"9-20 x 3/4" S.S. THUMBSCREW 1/4-0-20 RIVNUT*tD ti 'oT' I+; *SERIFS UMINUM-(2 -T3 ALL013 W2GE FIANCE 7VIIN I 2750 I I 2.750' I o m .822. N tfSER,PAf T AS UfiACNREO BY AV6EL PLAN s! FRONT ELEVAIRON HYMALE "T" LOCK CENTERMATE - 4.566' ND1RY TE%70RN.PAR57PPENY, CY 070.%OR EOU/J_ 27 LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ FIV BLADE ONLY q!� HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HY ALTERNATI LOCK 6063-T6 ALLOY AND TEMPER ('� QUALIFIED FOR USE QUALIFIED FOR USE VY/ HV QUALIFIED FOR USE LO FPI BLADE 140NLY QUALIFIED 6063-T6FOR S ALLOY AND TEMPE)Y ONLY W/HV BLADE( ONLY. BLADE IQ O 6053-T6 ALLOY AND TEMPER ,.917 1917' S 3.161 O I p I D °! 0 d3 THUM8IURN ,Do- ..'L32 1030 -{/-�{�7Iq��-,{ CYLINDER OR .274• m .053 .062' a�a \tif"r.214" KEY CYLINDER 4 `W' ntn .545" 0 0.875•Min. .4D m n o o m 0 1 .125'Max. 31 ND CE TERMA E NO LOCKING ROD HD CENTERMATE W1 LOCKING ROD QUALIFIED FOR USE W/ HV BLADED& UA QUALIFIED FOR USE W/ HV BLADE 1 & 1A h 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT eo4" 6063-T6 ALLOY AND TEMPER (9 1/4- VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE QI &':.7 m 1/4"0-20 S.S.OR 3/8-e-t6 1.130 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREWS. #1/2- THUMBIURN (SEE DETa_-^�� DO OR KCYLINDEREY 715' 1.57 Mtn DER o QD L_] 375'0 FID LOCK QUA ED FOR USE Wj HV BLADE „ � / 6063-T6 ALLOY AND TEMPER 6 V 1 , CE HY 1/Q'" 96-20 A1S1 304 BY REGENT 14ARDVIARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,,��'^�� ERIES S_S_ THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 & A [� i2�/i STALLATiON WILL REQUIRE A jib' HOLE UMBSCR Q Q OTTIIILL D AT TRACKS FOR PROP EMBEDMENT "!!.UAI_IFIED F (ZµU 114p p V LADE a QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High velocity Hurricane Zone ` •`/���/ (4 2015 EASTERN METAL SUPPLY,INC. - .........SfiBEIRTHA HVTM WINDOWAccordion Shutter System H C 0 t N c. , MY O V. BLADE jai Wf OR W/O H V. DON MADE American Shutter Systems ,N DESCRU'DON DATE DRAWN BY. M.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/75 '"0 Q•;•� 0355 N.W.369'.SL,Ste.305.VARUM GARDENS,FLORIDA 3316 O 42$8 Westroads Drive z A_•.—fi 8D �-.'� Phage:(305)871-1530.Fox:(305)871-1531 DRAWING No .-..it;L'lleca90oLaam West Palm Beach, FL 33407 3 ,.SSION AI. pt`` ED-0006716 15-085 77111)NI I)I11117 0 WALTER A TILI,IT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA�` 6 4A167 5SHEETor 20 IA _ SHUTTER ASSEMBLY SCHEDULE FOR 3/8"0 H V D__!LV 41 ® 12"TO BLADE T P CE 0625' (D HV BLADE 1 40 3 � I t E cE to .1675' ETc1uu0R .06zs3 .0625' HV BLADE 1A ® \I FIV WINDOW BLADE .0625 $ECIION x_x 'II ® IIINUDES '0 OPENIN .0625 1875' Y HV LONG RECESSED NYLON BUSHING z=� n KNUCKLE 39 x (TYP) 0.0625' N Ll 39 HV SHORT RECESSED NYLON BUSHING FLAT PORTION R7.7 ® HV NYLON HAT WASHER l (DOR 1® ryy� t, I o BIn E laiOR f � -a75o' n I Iij I1 v a1 FIV WHEEL CARRIAGE AISI 302-303 SERIES Ias91"A 40 �, X /p2 o X ---- - - - I -N HV WINDOW -- 0.870'x3/16" THICK-NYLON-WHEEL:--'--._---- _ -----_- 3_ -� - -- - .._-.I �- - -- - - a MIN: - B7s - -- n..�.; - _- - .. -- �- � - 2. siFAR � .- - -- 03.0 0.188"0 AISI 302 SERIES S.S. RIVETS .-(315"0 SEPARATION I .oszs"� 3.7500" BETWEEN .0625" ® HV 1 3/4- ACCORDION PIN W 8 HEAD * EXTERIOR _ OPBENNIIN455 3/4/ / 'IpD ON C TERS•.• �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD t�L� 7500"I2_1./4• E�EM.woo POLYCARBONATE IMPACT RESISTANT HV WINDOW _ 1i i CLEAR TYPICAL, HV WINDOW BLADE 1nA AND 39 ! ! 3 I POLYCARBONATE HV WINDOW DETAIL 1D OR I 11 N.T.S. (SEE NOTE FOR I I ! 1 I I * IMPACT RESISTANT HV WINDOW REQUIREMENTS) @ OR POLYCARBONATE BAYER MAKROLON 3103 POLYCARBONATE ' I 12"MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC HV PIN REOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR + Y TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN FIV©HV(1l ! §r OR a� I 1Q ® i I I (SEE NOTE "F" ON SHEET 19). ss� ili (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR c1.0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR N4 i I I POLYCARBONATE SOURCES FOR 44 ! EXTERIORAPPLICABLE HV 1�A BLADE. TYPICAL SHUTTER ASSEMBLY TYHGLPROPERTIES Slffl� RESULT N.T.S. ,HV PIN 42 OR(a3 AT PEFFR¢IOE "®i°/� ,m,,,,mesial (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIORSLA EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV('1J 00.324' (SEE EKNUCKLE.FOR main 0792 On43IbA"• 0.04316/Ih (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. &11- ® 3 1 REOUIREMENTS) 1FNSllE n¢0 sIFE31CM ASTN DaT6 9,000 Pat. 9.500 p.at i I I FLEXURAL SxiE1WTH AT YIELD ASTM D790 125.P.J. 13,400 P.l (3) HV PIN ® OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® R3` 1 I FLID(LNAL MODaUIS ASDL D790 340X.Psi. 315,000 P-1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8j 9 Ij li °gay SHEEP O I ! rroTcllm 1zOD As6I 0zsc le Fr-row 17 Fr-ro! I Isp BL_TRHi D PRACTFRhTCS• SMOKE OVIST"T ASTM D2613 472 Y 643 S MAK WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE OF 6l1RNWG ASTM 0&33 c-1° S o-1 a N.T.S. N.T.S. SELF IGNITION ASTM.Dig" 100 T 960'F yTA11ffID64` ASN 0753 TENSILESIRENGRI AFTER WFATNERMG ASTM 836 9302 Rsi. 0610 P.J. MHV BLADE SOLID & �A HV WINDOW BLADE DETAILS TENSIE STRESS OMaPtE WFAT"Oiiw ASM 638 ."I PAJ. 6860 P.'J. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �.,, 02015 EASTERN METAL SUPPLY, INC. • N.0 il' BERTHA HV'nA ,vv++ Accordion Shutter System O 6.®'1 N c. ■ ■ H.V.BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems IEV.Nc DESCRIPTION DATE DRAWN B/: M.L.TILLIT TESTING & ENGINEERING COMPANY T 7E' ASSOCIOfIOn, Inc. , OLD 71-192 4/13/15 DATE: 4/13/ts ATE OF 6355 N.W.36 h.51.,51,355,Wi M O CKS.FLORM 3316 Ph— (305)871-1530.FPK:(305)871-1531 4268 Westroads Drive z DRAWING No Fgs.•�RIDP '•`��`�`� R EBt'IOD0670191— West Palm Beach, FL 33407 ZONA•• G\\\ WALTER A.TILLR Jt.P.E. 4 ll i L \U FLORIDA U..B 44167 5 SHEET P.E. �`�/T5(aty'A�URE/DATE 6 4 OF 20 a CI ®•®� ,®,4'�° OO *NOTES ON HV LOCKS AND CENTERMATES: p e c c ®•�J u II 5 7 u ®"lJ" 1. MANDATORY CONDRION /1. ONE HV LOCK 0 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 5' �•��®•��® OR 12"ABOVE ORB OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK' or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO©1 OR 0 CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD-S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.7 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES UP TO TWO HV 16 a, I LOCKS 0 t OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES LOCATION' FSHALL LOCKS SHALLL BE AS INDICATBE AS INDICATED ON NOTE E)DON ABOVE. SHUTTER ELEVATION. ry V me-,rve 3. OPTIONAA, Co NpMQA /2 NPS ID ONLY WHET: MANDATORY QQNDI110N R1 OR LMnED MANDATORY CONDfT10N �-* 7_ IS USED W/TWO H.V. LOCKS): LOCKING RODS i0 ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY 406 ZS`oN L�6 aR O or+i4x .�°"® BE USED IF DESIRED.TO ENHANCE SHUTTER_PERFORMANCE LOCKING RODS.® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT-STACKING POSITION (NON HURRICANE-POSRION).-- 4. MANOATOIZY CONDfTION f2: ONE HV LOCK®(0'l�2a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN o o AND INSTALLATIONS AT ANY ELEVATION. FIV LOCK O or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 4? CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS _AT TOP& BO OM SHALL_BE USED.-LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL_SHUTTER ELEVATION. Nowt_ Nyvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. SIMMETRICALis* `o�A 5. o „2013„9 g.o OR Q2 ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK ar FOR ANY SPAN AND 0�2 � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4"0-20x3/4'S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. / It c„ It. f i —RDD, W. RNEN NUT AS SHOWN ON SECTION E. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. �'ANQ"TORY CONDIT10A1&A FOR KEYSTONE MOLINRNG Mer 11 A/yT10NS' ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'P80VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ SEE END CONNECTION OR®TOP AND DOTTOM IS COMPLETELY MANDATORY. DETAILS ON D f E H 1 .1 K L Y P p R V W % Ss T�YP.FULL11 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. j OF CORNER NtwrTIn wm1. SECOND ALTERNATE TO 'pM^"TORY CONDITION /1 VALID ONLY FOR FN'T'LOCK db .AND CENTERMATESAND CENTERMATEONE ALTERNATE HV "r LOCK®�i MAY BE INSTALLED IN UEU OF HV LOCKS 0 OR®FOR ANY SPAN AND °''®01'©• 7O oR®°A 10+13 INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK i@ Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O O Q O Q+© OF LOCK 0 INCLUDES USING REINFORCING LOCKER @.AS SHOWN ON SECTION HVG, SHEET 9. WHICH MUST BE CONNECTED TO CENTERMATES 0 AND 0 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32" OO•© O'O O WINGNUT OR W/ 1/4"0-20x1'S.S.MS. INTO A 1/4'0x 5/8' RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 • 7 t �+ 6 7 1$oY MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. (D t-@oN t s•@_0 *NOTES ON HD LOCKS & CENTERMATES: ��'Y 1_ : ONE ALTERNATE HO LOCK(D MAYBE USED IN UEU OF HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED TYPICAL C1� HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 0 TO®IS W/3 10 x 3/8'F.H.SS.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT IAS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETaY OPTIONAL FLORIDA BUILDING CODE( on iqh elocity Hurricane one A 1-1L ,�7�� ©2015 EASTERN METAL SUPPLY, INC. \\CENSF'T�'� BERTHA HVIM Accordion Shutter System 1 L E C O I N c. ■ ■ w ■ H.V.RADE#1 w/OR W/O H.V. WNMW MADE American Shutter Systems REV.w DESCRIPTION DATE DRAWN BY: ML TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DAZE 4/13/15 STATE OF :'� 6355 N.W.]6tA.St..St 305.V6tGWU GPROONS.FLORIN.3316 9 4268 Westroads Drive z Phone:(30.5)671-1530.Fax (305)671-,531 DRAWING No r-noEU-006719l.cem West Palm Beach, FL 33407 3 15-085 •• •NG\```.per EB-oco671 s 4 NALEY"AAo WALTER A.FLORIu T<a,wC 5 SHEET P.E. SEACf�SIGN}1)URE/DATE 6 5 OF 20 ONCRETE ANGNORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE (SEE SCHEDULE ON REgUIRED 1/4"0_20x3/4"S.S. CONg'R'r REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREYS REgUIRED (SEE SCHEDULE ON W/1/4--20 CONCRETE ANCHORS 17 1 S R 5A KEYSTONE(SFE NOUNTING( ON SHELF 7) SHEET 13) NUTS 0 12•D.C. (SEE SCTTEDUL£6N SHEET 73) _ L 1/4`0-20x3/4'S.S. Mtn. EQ —MACHINE SCREWS EO £04"- USING 1/ 20 NUTS 12- ( / 4 12'O.C. E. D.* .250"Mox. --- 13 ON 1 g 13 OR 15 M ° M, 250"Mux. p.0 .250" 11 ED t\1~".` ' { I D.• oPnorvnL I e� OPTIONAL ' Wt s 14W N 7(({ll TO ILSS(SFE _ 1SOCAE ON ssFx _ _ 1 1 7w atrxT ie 0.rOR T 1 OR �* i cu EXISTING - MM.SEPARATION T°GLA55 EXISTING 1 BvtEs(ak® ' , MIN.SEPARATION 70 GLASS I 1 GLASS (SEE SCHEDULE ON SHEET 17) GLASS___' -(SEE SCHEDULE ON SHEET 11) EXISTING i ,1 GLASS—, Q HY WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE EXISTING r I - ' MIN. SEPARATION TO GLASS GtnSs—; run, 1 OR 1�� I MIN.SEPARATION TO GLASS I EJUSTINC�---{sE£SCHEDULE ON SHEET Ii} 1 17 FCR RAGE rota rfr, r (SEE SCHEDULE ON SHEET 11) I GLASS ON 9HEf 19 id{ 1,EXISTINi G r ' i�' i,•,,i-pPT10NAL GLASS� , t .b.' t • E. a ,4 ill r i , Max. _-- _ I_—OPTIONAL , E.0.* ii ii•� ; _ 1t —13 OR 15 r t I t/ r 13 OR 13 Tl'/ 12 oR® -- _ / x/I 4.0-20 3 4"S.S.E0 EO PHILLIPS TRUSS HEAD `9-20x3/4'S.S.PHILLIPS CONCRETE ANCHORS MACHINE SCREWS USING CONCRETE ANCHORSSS HEAD MACHINE SCREWS (SEE SCHEDULE 4N SHEET 13 1 1/4'-20 NUTS 0 12-O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS 0 12'O.C. POURED CONCRETE ) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK C NCRETE ANCHORS REQUIRED WALL REQUIRED@HY WALL SILL INSTALLATION {SEE sc4ON �HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14}) OR CONCRETE BLOCK WALL REQUIRED (g) HV WALL SILL INSTALLATION INSTALLATION �! t ' �t } ( ��( NOTE FOR COMBINATION OF SECTIONS: 11\STALLATION DETAILS 01 / 1— SEE SHEET 4 FOR TYPICAL SHUTTER >E.D.=EDGE DISTANCE ASSEMBLY �SEEUMt(A710N8 OF USE FOR ��.{� LJ\J2- MpUNT NC SECri0N5 CAN RE COMBINED (SEE SPECInCATIONS ON SHEET 73} E 1A ON SHEET IN \t/ N Y B LA D E IN ANY WAY TO SUIT ANY IN ON. 111111Not FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ...J4j/J,//ice O 2015 EASTERN METAL suPPLY,INC. BERTHA HVTM iFILFECOnc �� aA� Accordion Shutter System RV.aME#1 W/OR W/O RV.WINDON MADE � 'f!� '� = American Shutter Systems Ev. acscalPnoN DAT muxw er: M.� SIA)f:OF TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.361h.SL,SU,.305,VIRGIWA GARDENS,n.ORCN 33161 Association,, Inc- t OLD 11-192 4/13/15 DATE 4/13/15 ' ^•'['Q '($i'••';• Pham:(305)071-1536.Fax:(305)871-1531 4268 Westroods Drive z �'/�F ''••.. G\ �y� e-mon:UNIC000DLn,m West Palm Beach, FL 33447 3 DRAWING No U70NAL'E it\'S Ep-00°6719 15-4$5 //11111,11 ti 11111L1�11 WALTER A BUTT Jr.P,E. 4 SI{EET P.E. SEAL) NATURE/DATE nORc^LLD.N 44,67 5 6 6 OF 20 POURED CONCRETE ANCHORS t---- r- — NIK!EPfAA7KtN CONCRETE (SEE SCHEDULE ON SHEET 13) ' w qAs(SEE 1 OR �� i I I uw,sEPARnnax r REOVlRED i=AE aN STEEP EXISTING I - lJ 10 cV.!iS I I 7 EDGE OF tt tut LxADE IOA`D I GLASS--i rd I'(sEE 5crrmutE DN' —SLAB IF 1 W 91EEI f9 rat wN SFPARgpN i 9RFT I1) D. APPUCABL.E EXISTING Gzr G.A55�, E T E ALTERNATE i t EXISTING I ANCHOR r r I r I I t I Y d LOCATION I N I I I N i i GLASS f i OR 810x3/4'HEX WASHER HEAD t ]/6'MIN. T£K SCREWS® 12"O.C. EDGE OF 3/9 DIN`. CONCRETE ANCHORS $ (SEE SCHEDULE ON SHEEP 73) E I E0, APPLICABLE/ SLAB IF EXISTING I I III r I i EDGE OF GLASS—�-, � EDGE OF f / 'II _ j)I SLAB IF APPLAO IFLICABLE I l i /tJ2 7 EDGE OF APPLICABLE 0. uta SmMARW j E.Q. E,Q. /� SLAB IF 7o aA6(sz APPUCA13LE POURED POURED F(qT HEM(SECRETE ANCHORS 5O�a, 4t((fi{t{ CONCRETE `• D' CONCRETE (SEE SCHEDULE ON SHEET 14) -I H tat R.roq®ero j b POURED - REQUIRED_ REQUIRED at5aErlsrat S OR g CONCRETE � -- FLAT HEAD CONCRETE ANCHORS _ I eOms(D°Q REQUIRED 0. E.D.*� (SEE SCHEDULE ON SHEET 14) _ 11 .TRENCH INSTALLATION- ' �,-N VAUD ONLY FOR UP TO+70. -75 PSF A.S.D. TG- HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER CG,� HV CEILING 1 STALLATI N - SCHEDULE#3, SHEET 11 F ISDN( i trsr asAxAnur CONCRETE ANCHORS GLASS—I rnxro ETON (5EE SCHEDULE ON Lae I1W DW�,rO(rAf>CON W iM's�ir�--`— i w anti rq ' I i ' N t SHEET 15) /• / EXISTING i EXISTING^-j EXISTING '07`'NR 1 1110 F 4M - Ql '—I �__ IE'.CMNXWY OR t{'0 lAJsk4R5 GLASS r r CUSS J urA g°"R^10N ro L1A5$ GLASS-- I / I 1/4' ' \ II4I SL1RbN£ON SIfET I I) O �f I Fl51 3/4'TAPPER+AIIQXYNS 6 I w-5£TNul10N ro I 1 3/4'YJN.❑d-W SPAN O 6' MAX. (51£sGtEaltE OR t t} S O.C,FOR UP TO 8•-0'S('AY A4t5 OX.FOR 1/4' I T 4' UP �d-0'MAX AMY �sE NN1T AT.Fl51FNfR FF1D 1 , ;l i l (MAX. I i (7YP.)(SEE NDLE tt ON StE£f 11 / 15 3 13 OR 4. i I r I WASHE t4H 1EM E _a 17 FOR Uw Anas 3/8' MAX. I �( I I MW. I, TEK SCREWS {{j COM.SFAVM—""�I.,,,y ' f 7 $' �0 12"O.C. I I' 1 #14x3/4' H NEM I I .i nitt 1 3 8• 8 �I i+ +-%:L •••,...:: 3 .. .....—..�_. . TIX SCREWS®9 .C. ' !• +•.;' t 1/4'0-20a] UR i/ Nur (SECRETE ANCHORS .�+Q 3/6 FT14xS/4"S.D.S. _ i i i i 7/4' ."' `:..•;,,.'.:c uslxc t/4'm ss us W/NUT a 9'0.. i SHEET 14)DOLE ON n i _ NI 4H 9"O.C. 1 __ _ MOX, •' •..,..:=' U NG I/co 17 $O - `fit EXISTING NON STRUCNPAL i 7/2• -1" 7 R 1$ X 2.00' WALL TRIM(OECORATNE JJ EDGE OF rli - i SLAB IF 14x3/4"F.H.S.D.S. ; MlN•,:' E:D; v- SILL) 1 7/B' 1 7/8" APPLICABLE CONCRETE ANCHORS Q 9'O.C. '' / SEE NOTE 13(b) _ r REOWREDOOrrcT47E POURED CONCRETE (SEE SCHEDULE ON ON SHEET i SEE NOTE 13(b) �2 D. OR CONCRETE BLOCK SHEET 14) POURED CONDE? ON SHEET i „�^� REQUIRED OR REOUIREDRETE BLOCK ®KEYSTONE MOUNTING INSTAL TION OPf10 CONCRETE EDD NV WAIL FLOOR INSTALLATION L HV W L MAMUM A.S.O.DESIGN PRESSURE 464,-72 pal REQUIRED r A L WALK-OVER INSTALLATION MAXIMUM SIwRTR SPAN 6•-0' QJ HV RAINGUARD INSTALLATION NOTE, Qfl -I'THIS INSTALLATION SHNI.BE S SrME!INA'nCN OF �* *E. .-EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- S SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICA77ONS ON SHEET 13) OR ENTRANCE AN OPERABLE EXIT BLASEEDE�tA ONNSHEEf OF g FOR ASS EMBL INSTALLATION DETAILS WZ 0) HV BLADE 2-MOUNTIE E�iFi:r(1N E COMBINED (N ANY WAY TO SUIT ANr INSTALLATIDN. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,`�� •••. ••••'••f'�,�.. ®2075 EASTERN METAL SUPPLY, INC. =' ��GEPtsF 1, „ BERTH HVTM rTMEC® ��� \ A ,� ►�,�� Accordion Shutter System H.V. MADE#I W/OR W/o FAV.W NDOW RADE ' 7 .��'r'f "*= AmerIccn Shutter Systems Ev. DESCRIPRGN DATE ORAWx 8Y: Mt -U'• 'STATE OF r ti T5 N.W.TESTING . E.VMN GM1) COMPANY FiJ55 N.W ]61h.St,61e.]D3,NNN,tNV GMOpNS,RORKN 3316 Association, Inc. t OLD 11-192 4/13/15 DATE 4/73/15 Ph... (305)87/-1530.Fvx (305)87/-1531 4268 WestroodS Drive 2 �� �[ '• R �� °--1: a°°°D°oL°°m West PQIm Beach, Fl 33407 ] DRAWING No r'n`„S JpJl(A`i•� A�` WALTER 1,TLLLT1dr:P.E. 4 15-085 P.£. Si/iLJJIUNAIURE�DATE FLORIDA U°.®44167 5 SHEET 6 7 or 20 SEE END WALL CON ECTIONI & 18 SEE NOTES ON LOCKING RODS 3®.HV LOCKS(2✓�or 2� o U T 9D' I N f INSTALLATIONS W/ 1 HV ** AND ALTERNATE HV LOCK I&ON SHEET 5. -EXISTING GLASS BLADE W HV CENTERMATES OIAOE SLACK DETAIL IIVF IS VALD FOR ALL //,,,, CENTERMATES APPUCAPON WRH BlADE01 OR (2 SEE END WALL CONNECTION 10• 0-6. EXISTING GLASS DETAILS ON SHEETS 10 & 18 01 ©jO' 17m©'Q"18°R �•®qui®pl®POOR ________________ _ —._ >C 3 1/4" 7^ 6 1/2- 7" ) (6063-T6 ALLOY)ALUM. © ® OPPOSING - SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON 1/2- - 41CHORS TO CONCRETE — CENTERMATES CENTERMATES GLASS (TOP/BOTTOM)& I 10x3/4•S.M.S.0 12' MIN.TO SEPARATION (4)+10x1/2"S.M.S.TO TUBE I O.C.rULL LENGHT. W/ HV LOCK —Or IZo) -AT EACH ANGLE.(TIP) ._ _. __ _ * _ * _ _ _ �*— � :(ON SHE SCHEDULE71) W LOCK Q4 or 5 ® W 35 IN 5 0 90• 2" �l Q�®�©•AOR®°^10+�� O OUT ® � 10• I5�©+�° t©'©� HVA 2 HVB �°D�°ft©+Om®ce1D+©°R HVC POURED CONCRETE OR ©•O• 10�©+O•1 °R I — O O O © +© r—EXISTING GLASS CONCRETE BLOCK WALL 10+15 DR + 3°°1 1 . REau ED IXISTING 5'®°R A-- SYMMETRICIN "` MIN. ESPARATION �`O�©��0�®GLASS CENTERMATES �6 ©.®q3Q+®q®+�q: EO CHEDGLASGIASS 1 (SEE SCHEDULE © * WHV LOCK (INTEERIOR) 16°RDN SHEET 11) MIN. SEPARATION _TO GLASS(SEE SCHEDULE ON SHEET 11). R) _—_—_—___—_ _--_--_ —_—_—_—___- OUT _ CONCRETE1 ANCHORS* 16'O.C._ _ _ /1 VARIES OUT 6 1/Z'MAX. SLACK OUT * 5 (EXTERIOR) HVE HVE** HV.D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \1�1111111111i1/1/TTT� ©2015 EASTERN METAL SUPPLY, INC. ,, BERTHA HVTM , Accordion Shutter System ■ ■ ■ ■ Kv aADE#1 W/OR W/O KV. WINM BLADE American Shutter Systems EV.He DESCRIPTION DATE DRAWN BY: M.L *; �l ( •*= TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 -O'• STATE OF .¢; sass N.W.36M.St.,Ste.3M.MRGMV.WDENS,ELORmn 3316 4268 Wes(roads Drive z "Ep Ph... (305)871-1530.Fax:(305)871-1531 DRAWING No O `LORIOP.G����.`^ e-mail;`I0006®19.com West Palm Beach, FL 33407 3 ES 15-085 il,/7j7j nn,o. •!N WALTER A TILLR Jr.P.E. 4 V V � Ip 41 / FLORNA Lia 44167 5 SHEET P.E. S�+u,n H AE DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 60A HV MALEZFEMALE "T" LOCKS CENTERMATES _8 64 & LOCKERS (2J�1 W/ (1? HV BLADE US ELIIL_SONNE(A'[1QH DETAILS ON SNE to x 1B INSTALLATION (1) HV BLADE OUT IN fOS t MADE ostxx DErw wrF INOI no ON SHEET B. WJ HD CENTERMATES l`3a AS WELL AS UNNRlSAL FLOARNG BLADE CD DETAIL HDD-WD. ©�®�+Q•`�,/�_°A\..!°R Ia•©t' x:DIGTED ON 71113 SHEEL AIRY UE U5Eo WTR1 THIS ALTER t0+�5wQ•. '�:�01 INSTALLATION DETAIL ING SHOWN IN THU SHM, 4„^{E ENO WALL CONNEC 10H pETAtI S ON SHEETS 10 do 1 B i (D•Q.0_&0.@. AraiE W fir)T/.-.Tucae L Sir 35 ORS Ta 4N )A ODv/eottwou L--.-----_._--._----__.-_.--..-- (cPrroNr�) * maNAc} } p)llat7tz'sus m TUo:DC g1o.314^aus..0 12• 4tp AT v—AI L FU (TYP) i O.C, LL EtM * =IN ()N.V. IN (4)H.V. 35. .SEPAtury N p` 3p NV "T"" PINS'v, PINS(7'W.) 10 VTA55 3 LOCK (INSIDE) t s e T�t. s )) —.... 5 1 2$ 29 1 t t 1 3 0 sus zse' _ 3.J o UT 3t aR 32 3* 31 oR 32 37 oa 32 35* 32 on 2 2 -1/4" 1-20 x t 1/2'" S.S.M.S. 'V� - 35 t AL7 SEE NOit:6 FOR HV LOCK'�, * W/ 7/g"0 X 3/32"" W)NGNUT. (DP7wlvL)WDB—HVB OUT HDC-HVC r LocK,oN s EEr 5. 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Phone;(305)B71-1530.Fa :(305)871-1531 4268 Westroads Drive DRAWING Na ..�7FS G\\\��� o- 1:OEfl-OOD07197.cam West Palm Beach, FL 33407 3 rrrr s/ONAI'• \\\ WA!•7FR A TtLUT Jr.IF- 4 is -085 rrrrr H 1 t (tL\\\ FLORnA u.. 1 44167 5 SHEET P.E. S tf 9It`]NATURE/DATE 6 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED 'BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED /--EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS / S EXISTING GLASS FD 16'O.C. ` rr _ _ 2"MIN 1 2'MIN. r MIFI.SEPARATIO!, r _ ( MIN.SEPARATION TO GLASS{SEE 1 — 1• l ) EO t t EQ TO GLASS(SEE 1S 1f1IFE.aADEE ON�� TO GUSS(FF i FAN.SEPARATION s s SCHEDULE ON SHEET 1/16`x3'MAX. ON SHEET 19 FOR SCHMME ON SHEET i SCHEDULETOGLASS(SEE SHEET 1I FOR 6LPDE 0AND (6063-T6) CONT. BLADES O&0 11 FOR WOE(DAND 11 FOR E ON HEFT ON SHEET 19 FOR ALUM.CLOSER ON SHEET'19 FOR � � -ELLH�OER SDE 1 - E[ADE4(1)A,Qt PLATE. (LOCATE 1/2 1 DIADES(DJt (D I/ ON SHEET 19 FOR OF(D) AT EITHER SIDE MIN , 1 EVADES�&0 /2"MIN. .. OF 4@) I d•USE t"OR 2"MAX. �10%1/2"S.M.S. I - _ _ (AS APPUCABLE)x2"x1/O"x0._2. Oxo U.S. ,�•' ® ifi"D.C. ALUMINUM CLIP ANGLE 1 �� _ y - .(6063 76 ALLOY)AT MIDHEIGHT 4 l L4 TJ— —.. (I)-JIOx,/2-S,M.S.-To Q& (2)1/4"0 TAPCONS ANCHORS TO 5SEE DETAIL X FO • WALL AT t`O.C. (LOCATE AT + 1: OR-(W Sf �• SIDE CONNECTION i OR EITHER SIDE OF@) i OR SIDE- IDE CONNECTION X FOR _ i oR TO TRACKS SCNECTION Q 6 8 6• 3 - SEE DETAILONE FO [(. 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ON SHEET 19 FOR 4 ------ EQ BLADES(L"I& ----- �ANCHOR O.C.16, 1/2'MIN. 5 OR 1 -- 4 1 2"_MIN. � / EO 6 OR®OR l"_3'OR 2"MIM. 2"MIN. ♦ SEE LIMITATIONS S OF USE FOR © � © (g VIEW Y BLADE�ON SHEEP 19 1 OR 1'rJ OR 1 OR 1 OR 1 5 • 1 OR ® PLAN POURED CONCRETE OR1. OR �• ©�®T°^O`(7aOow,�O•®� 0rym©•Da®(�, 10•�a DETAIL X REQUIRED � ID'�t.7'�'a•a��•Xye^ LJEND INSTALLATION ( ) HV BLADE OR 14 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END C NNECTION DETA Q CONNECTION DETAIL Oa® ©�®� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' \����, F„F��•r1Ct/J`'H. 0 2015 EASTERN METAL SUPPLY,INC. y�cEN-`p a BERTHA HVTM =_ f7f�. ! C ��,�. ��� aQ H.v Accordion Shutter System BLADE#1 W/DR W/O RV WNMW BLADE :* TILLJT TESTING & ENGINEERING COMPANY American Shutter SystemsWIL DESCRIPTION DATE 7RAWW B,,, A&L STATE OF 6353 N.W.38th,56.Ste.305,MRIGININ GARDENS,RDRIUA 331se Association, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 Ptwne:(305)671-1534.Fm;(3o5)o7t-tS31 426& Westroads drive 2 tc \ti o—mail:61 06719 07 West PQIrn Beach, FL 33h07 3 DRAWING No /ONAI �G • WALTE®AOTILUr J.RE 4 15-085 P.E. �S LJt�U1� fURE/DATE FLORIDA Ue.N 44167 5 SHEET c 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'Y-+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L I-" INSTAL IrTION LEGEND + OT (ft.). FOR INSTALLATIONS W/ ICA OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS CFNNTFRMA-TES. ® &® or or INSTALLATIONS W/ OSIN W SYMM7w//S'EF CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or CFNTFRMA & &� MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS ..T..or ONE HV LOCK or®or® OR WALL A, B, C, D, E. M. N. 0, P. O, AS.D.DESIGN PRESSURE RATWGL­ MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMAIES ® & ®W/ ONE HV 'T" W/ NO LOCKING RODS ® 3ODS MOU14TING F, K & L R. S, & V. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,1't) (VALID FOR MOUNTING Q]t (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.1t n SHEET 7) FLOOR/CEILING G. H. I, 11. J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING IN luw —1... INST T .4'. I-awEDA CONCRETE & M GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, hi.0.DESIGN &S.D.DO- S.D.h50DFSION INSTALLAT70t•IS DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. PRESSORS WALL MOUNTING FLOOR/CEILING PRESauRc WALL MOUNTING PRESSURE+ tooR/cEluac MOUNTING - GIVEN A`NEGATIVE A.S.D. DESIGN PRESSURE RATING, - Rnn c (P t) MOUNTING ei.j flOOR/CFJUNG MOUNTING (­J) OR DETERMINE MAXIMUM SPAN Y-"FROM SCHEDULE. (+OR-) (+M-) (+OR-) FLOOft' ALL MOUNTING L+ (N) L-(it) L+ (TI) L-(N L+ {TI) L-(R) L+ (R) L-(TI) O MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30_OR.LES J6'-0" 16'00`._ 16'-0" -16'-0' _ - 30 16'-0' 16'-0' 30- 16:-0" 16'-0" - -105.psf.A:S.O.-DESIGN PRESSURE RATING. _ - - ._ MINIMUM DETERMINED-SPAN BETWEEN "L+"AND 'L-". 35 14'-10• 14'-10' 15'-2" 16'-0" 35 14'-10` id-10" 35 15'-2` 16'-10" -" - - - -- - - _ -- - ----- - - - - - 40 13'-10• 13'-10" 14'-2" 15'-2• 40 13'-10" 13'-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-i' 13-4' 14'-3' 45 13--1• 13'-1" 45 13'-4" 14'-3" t HV CORNER CENIERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8' 13'-7' 50 12'-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-iD"- -12'-1' 12'-11. . 55 11'-70' 11'-10" - 55 11'-1" IV-11• SHALL BE!S IN ON MANDATORY CONDITION 2 _ FOR.A GIVEN POSITIVE ASA. DESIGN PRESSURE - 60 11'-4' 11'-4" 11'-7' 12'-4• BO 11'-4" 11'-4' 60 10'-2' 10'-11' -NOTE #5,-SHEET 5: - - RATING: DETERMINE: 65 10'-10" 10'-10' iI'-1• 11'-11 65 10'-10" 10'-10" 65 9'-5" 10'-1" L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 1D'-6" 10'-6' IO'-9' 11'-5• 70 10'-6' 10'-6" 70 8'-9' 9-4" Lz+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" f0'-1' 10'-4' 11'-1" 75 10'-1• 10'-1• 75 - 8-g" tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+'OR INSTALLATIONS. g•_I G. 1 80 9'-10' 9'-70' "L-'AND MAXIMUM A.S.D.DESINC PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 '-6' 9'-6" 9'-9" O'- 85 9'-6' 9'-6` INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: -5" 1' 90 9'-3" 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMMINyE(: SPAN FOR WALL MOUNTING INSTALLATIONS. 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 8'-9" 9'-2" 9'-10' 95 9'-0• s'-9' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE Lz-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 6'-9" 8'-4" 9'-0' 9'-7• 100 8'-9" 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4" 105 8'-7" 7'-11' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 e'-4` 7'-7' 8'-7• 9'-2" 110 8'-4` 7'-7" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L7+, "l2+', - AND Ls-' 115 8'-2` 7'-3' W-4" 8•-11' 115 8'-2' 7'-3 120 8'-0' 6'-11' 8'-2" 8'-9' 120 8'-0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0' 8-5' 125 7'-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10' 8'-1' 130 7' MINIMUM SPACING. -8" WIND ZONE 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" 7'-9" 7'-9" 135 7'-7' 6'-2' SEPARATION 140 7-5' T-11" 7'-7" 7'-6• 140 7'-5• 5'-11" ASTM E-1996 TO GLASS 145 7'-3" 5'-9" 7'-5" 7'-3• 145 7'-3" 5'-g' 150 7'-2" S'-7" 7'-4" 7'-0' 150 7'-2' 5'-7' 155 7-0' T-5- 7'-2" 6'-9" 155 7'-0• 5'-5" 1 THRU 3 1" 160 6'-il" 5'-2• 7'-1" 6'-7" 160 6'-11' 165 W-10" 5'-1. 7'-0' 6'-4' 165 6'-10" 170 6'-9' W-11" 6'-11` 6'-2• 170 W-9" 4'-1t' 175 6'-7' 4'-9' 6'-9" 6'-0' 175 6'-7' 4--g- 180 6'-6" 4'-8" 6'-8" 5'-10• 180 6'-6" 4'-8" (1) H V BLADE- 190 185 6'-5" 4'-6• 6'-7" 5'-8' 185 6'-5" 4'-6" 6'-4' 4'-5' 6'-fi" 5'-6" 190 6'-4' 4'-5- 195 6'-3" 4'-3• 6'-5• 5'-5• 195 6'-3' 1 4'-3" 200 6'-2• 4'-2" 6'-4• 5'-3" 200 W-2' 4'-2 205 W-i" 4'-16'-3• 5'-1" 205 s'-1• 4'-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. 11`(),11 N llfff„7 TIL� BERTHA HVTM �T7., � Accordion Shutter System P i�.' 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BUILDEX. (Mn.rc 3 Its!) SPAN ANCHORS SPACING I F.END - 1/4'0 It 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.rc=3 ksi) (R) ASA.DOM NEGMIVE PRESSURE RATING(ps1)kS.D.DESIGN NEATMK I:,MDIG(lel) S.D.DESGN NEGATIVE PRESSURE NAIING Lml) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min. re=2 ksi) 30 140 160 1 75 1 90 120 160 205 30 1 40 1 60 1 75 1(90,jfll20 1 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. _ 14 I2 10 9 B 8 6 5.5 14 12 10 9 0 fi 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY 3,-0 lM1 12 10 9 8 B 6 6 74 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 (Min. /c = 3 ksi) ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 B 6 6 14 12 1D 9 8 8 6 6 14 12 f0 9 B B 6 5 BLUE TAP'W/CAP NOTES: la 12 10 9 e 8 6 7 14 12 10 9 B 0 6 6 14 12 10 9 B 8 6 6 A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORII TECHNOLOGY ANCHORS AND TAPPER+ 14 12 t0 9 8 7 5.5 3.5 14 12 10. 9 8 e 6 s 74 12 10 9 a 0 6 5 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4,-0" 14 12 10 9 B 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 B 8 6 55 14- 12--t0 9 If B 6 4 14 12 t0 9 B 8 6 �5' to t2 10 9 B 6 4 JS A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SEr ANCHORS SHALL.BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 74 72 10 9 8 8 5 4.5 14 12 10 9 e a 6 5.5 14 12 10 9 e 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACH114E SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND ♦SEE UNrtATI0N5 OF USE FOR 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 TO 9 a 7 55 4 BLADE to ON SHtT:T 19 1"MINIMUM FOR WALLS WITH NO STUCCO. $,-0" 14 12 10 9 B 8 6 6 14 12 10 9 8 8 fi 55 14 12 10 9 8 8 6 4.5 -f4 t2 10 9 8 7 4 - 14 12 10. 9 8 65, 5 15 t4 12 10 8 6.5 5 35 3 A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, --- - -- - _ ANCHORS BE LONG ENOUGH TO REACH THE MAIN-5(Rl1CTURE-BEHIND.SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED.ON _ 14 12 10 9- 8 7-5 - 14+1 4 12 10 9 B 8--6 4.5 14-12 10 '9 a '6 4,5 .75'""- - -" ---""- - '- - " 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 9 7.5 5S 4 14 12 TO 9 8 6 45 35 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 1#4T 10 9 8 8 6 - 14 12 10 9 B B 6 5 14 12 10 _9 _8 6.5 5 J,5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6•-0 11D 9 . 5.5 3 - 14 12 1D 8.5 7 55 4 3 14 12 8 6.5 5.5 4 3 - 1to 9 8 6 - - L 12 10 9 B 65 5 .75 t4 72 1O BS B 5 4 - (B) TD EXISTING CONCRETE BLOCK: CASTM C-90) _ 14 72 0 6.5 55 3 - - 14 12 tD 9 B 65 45 J.5 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WRIT ADVANCED DIREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BURDOf. -14 72'-to 9-"-e e- _ - 14- 12- t0--9- e-f4.5 4 14--12 -10--9--75-SS- 4 -3- --1/4"0 x-3/4"ALL POINTS SOLD-BET ANCHORS,AS_DISTRIBUTEII BY ALLPOINTSSCREW.BOLT&SPECWLTY.COMPANY. _ 7-0" 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 - ib 70.5 7 5.5 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC_ t4 12 10 8.5 7 4 - 14 12 f0 9 75 - 14 12 9 7 7.5 a5 - _ - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS•INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY t4 1t 7 5.5 4.5 - - 14 72 to 9 7.5 - 14 12 9 7 6 4-5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 B 65 - - 14 12 10 9 B - 14 12 f0 a 6.5 5 3.5 - NOTES: 14 t2 8.5 7 5.5 3 - - 14 12 8 6.5 55 - 12-5 9.5 6 5 4 3 - - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 74 12 9.5 75 8 - la 12 9.5 e - to 2 B 6 6.5 4 WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - - - 14 12 10 8 - 14 12 8 6.5 5 4 - 9.-D. 14 12 10 9 8 - - - 14 12 t0 9 75 - 14 I2 8.5 7 5.5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"AL1 POINTS SOLD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.57.5 B 4 - 14 'It 7 55 5 - I1 8 5.5 4.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO l4 12B6.54.51a12B.5 7 5.5 14 10.5 7 5.5 6 4S - DIST,AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5.5 4 - - - - 14 12 9 7 6, 4.5 - - 14 11 7 5.5 45 3.5 - - 10,-0" 74 L to 9 7.5 - - - 14 12 10 0'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANES, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, t4 1 2 7 5 3.5 - - - 73 95 65 5 L 5 - - 1P 75 5 a 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 5.5 - - 14 11.5 9, 6 5 4 - 12.5 95 6 5 4 4 - - NOTES 0.1)& B.2)ABOVE.FOR INSTALIATONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL ENDS CONSULT THIS ENGINEER. 10.5 e 5 - 14 12 8 fi.5 55 4 - 13 f0 6.5 5 4 J _ _ FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 11,-0' 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 705 7 5-5 4.5 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MID SPECIFICATIONS OF THE ANCHORS MANUFACTURER 125 BS 5 12 9 B 4.5 4 3 9 7 4.5 3.5 3 - - - 14 10 7 - - - - - 14 105 7 5.5 45 - - - 11.5 8.5 55 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 1a 115 7.5 6 5 - - - 12 9 6 4.5 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 12,-0' 14 12 10 - - - - - 14 12 B 6.5 5.5 - - - 13 10 6.5 5 L = - - 11.5 8.5 4,5 - 11 8 55 4 J.5 - a 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5'F6'_6 - - - - - 13 95 65 5 4 - - - 0.5 B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 es - - 14 10.5 7 5.5 4.5 - 11 85 5.5 4.5 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 45 4 FACTOR 13'-0'105 B - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER,+ 25 8.5 - - - - - - 12 9 6 45 4 - - - 95 7 ,5 4 - - - - EDGE TAPCON THRFADFORM TECHNOLOGY '�POINT SOLID SEF BLUE TAP W/CAP MIN.SPACING B 6 - - - - - - 13 9.5 65 5 - - - - 0.5 75 5 4 - - - - 1 HV BLADE OR DISTANCE t4 12 - - - - - - 14 to.5 7 5.5 - - - - 11 85 5,5 4.5 - _ _ _ ED. MIN.SPACING=3" MIN.SPACING a 3' MIN.SPACING m 3 1/2' MIN.SPACING CONCRETE 3" 3 3ONC TE f0 7.5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3DCK - HV BLADE W ONCRETE BLOCS& �ATE 11DaoE BIDO( P CONCRETE BLOCKOURED CONCRETE& PCONCRETE BLOCK MN. =3 IlfE CR ED. 1/1 11.5 8 - - - - 11 B 5.5 L5 - - - - 9 65 4.5 - - - - - HV WINDOW MIN.ED..3" TALL EII=3 1/Y 67l1 ED.•2 1/2• 64N ED.•31 Y 19R ED,-3" MN ED.=}1/2'NN FA.21/2' 7.5 - - - - - - - 12 9 6 - - - - - 9S 7 4.5 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15,-0' 14 - - - - - - - 13.5 10 6.5 - - - - - io.s B 5 - - - - - BLADE WORKING _ - _ 9 - - - - - - - a5 65 4 - - - - - 6.s 5 3 - - - -_ IN UNISON A 2 1/2" o.B1 t.o D.s7 1.0 10 - - 10.5 8 5 - 85 6 4 2' - 0.71 - - - 0.51 - 7 - _ - - - - 11.5 8.5 5,5 - - - - 9 6.5 4.5 - - - - - 1 3/4' - 0.91 - - - 0.43 - 14 - - - - - - - 2S 9.5 6 - - - - - 10 7.5 5 _ _ 16,-0" 1 1/2' 0.35 - - - 0.35 9.5 - - 9.5 7 5 - - 8 FIS 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone TIL(/T"o,, ©2EASTERN STERN METAL SUPPLY,INC. BERTHA HVTM rENSe 1 L E G I Itis. ® ,S.A Accordion Shutter System KV. .ADE 1 W OR W/O H.V.WINDOW BLADE American Shutter Systems EV.14DESCRIPTION DATE DRAWN BY; M.L. STATE OF �` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 6355 N.W.36th.St..Ste.3aS.-GIN"DARDENS,DpRIDA T3111 4268Westroads Drive 2 Phone:(305)071-1530.Fax:(305)871-1531 DRAWING No Q'•.., OR w\\�� e-mail:UIRC000001.Com West Palm Beach, FL 33407 s 4 15-085 F(C •'••(L\\S\�� ALTEREB-000fi719 "Z8S10NA)-tj1`1�A WFLORIDA U f 44167E 5 SHEET P.E. S�Atf 8 MATURE/DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN, ASD DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNDNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED,CONCR CONCRETE.BLOCK ANr.HORs SPACING LEGEND MAXIMUM I WALK O oR 8 11 TRENCH OJ RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN TA OR (R) A.S.D.DEMNEDAT9E PIiESSLWE RA7BIG o.OFSat NEGATIVE f11F55UliE R9tr1C(Ps A.S.D..D.0F9GN NEGATIVE 1111E M7MG(ped:ASD.DESIGN tSG1TIJE p9EglRiE RATING 71NG(psl TAPCON WTni ADVANCED 30 40 1 60 175 190 11201160 205 30 40 60 75 11201160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 _ THRFADFORM TECHNOLOGY 14 72 10 9 0 8 6 6 12 12 12 12 112 115&5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 1 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 1a I2 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 s 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 8 6 6 f2 12 12 12 10.5 B 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 s TAPPER+ 14 12 10 9 1 B 8 6 6 l2 12 12 12 11.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0" 14 12 10 9 0 5 6 6 I2 12 12 12 12 9.5 7 S5 7 7 7 7- 7 7 .7 7 5 5 5 5 5 5 5` 1412 10 9 8 B 6 6 12 12 12 9S B 6 45 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 70 9 8 B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 70 9 B 8 6 6 12 12 12 II 1 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 -- 5'-0" 14 12 10: 9 e B 6 6 12 12 12 12 10. 7.5 5.5. 4 7 7 -7 7 7 ,7-.7- 7 5 5 -5 5., 5 5 5 5 14 12 10 9- B B 6 6 12 12 9.5 75 6 4.5 3.5 - 7 7 7 -7 7 7- -5-13.5, 5 5 5 5 5 5' 5- 4- -' * SEE ANCHOR T. 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - ] 7 7 7 7 7 5.5 4 5 5- 5 5 5 5 5 4 14 12 10 9. 8 8 6 6 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 J5 - SPECIFICATIONS 14 12 10 9 8 8 6 6 12 12 12 10 0 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 1D 9 B 8 6 6 12 12 e 6 5 4 3 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 8 e 6 6 12 12 10 B 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 'S 5 4.5 -- - 14-'12-10--9 '8- -8"6 `6- 12-12"10 '8-0:$"5 3:5- -"7 -7- 7'6.5'5.5- 4' - --'S 5-'S -5--5-'4--3----- - - - -- - - -- - - - - 7'-0" 14 12 10 9 B 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 B 6 8 12 10 6.5 5 4.5 J - - 7 7 7 7 6.5 5, 3 - 5 5 5 5 5 5 35 3 14 12 10 9 B B s s 12 12 B5 7 5.5 4 7 7 7 7 7' s 5 s s 5 5 5 a 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 B 6 - 12 12 $.56 5.5 4 3 7 7 7 55 4.5 3 5 5 5 5 4.5 3.5 - PSF A.S.D DESIGN PRESSURE B,-0. 74 12 ID 9 9 9 6 72 1z 6 4s 3S - 7 7 7 7 7 7 7 4 5 5 s' s s 5 s s RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 4 3 - - 7 ] 7 7 5.5 4 - - 5 5 5 5 5 a 3 - SCHEDULE $3, SHEET 11 _ 14 12 10 9 8 8 6 12 it .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 4.514 12 10 9 B 0 12 1.5 5 3.5 - 7 7 6.5 54 5 5 5 5 4 3 70 12 12 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 B B 0.5 B 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 5 4 314 12 10 9 8 B 12 10 4.5 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 4 12 10 9 8 0 12 05 4.s 3.5 - 7 7 5.5 45 3.5 - 5 5 5 4S 3.5 - 10-0"14 12 10 9 B B - - 12 11 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 5 5 5 5 4.5 14 12 10 9 B 8 - 9.5 7 3 7 7 7 5.5 45 - 5 5 5 5 4.5 35 - 14 12 10 9 8 8 12 9 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 8 12 95 4 7 7 7 5 4 3 5 5 5 4 3.5 - 11,-0"14 12 10 9 8 B - - 12 10 4.5 3.5 - - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 'S 4 14 12 10 9 8 8 - - BS 6.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - 14 12 10 9 B 8 _ _ 11 a _ _ - _ 7 7 7 5.5 4S _ _ _ 5 5 5 5 4.5 - H V BLADE ONLY 14 12 10 9 e' 13 05 J.5 - 7 7 4,5 3.5 - 5 5 4.5 35 312'-0"1412 10 9 8 - - - 12 9.5 4 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 1412 10 9 8 B 67 7 5.5 4,5 J5 - 5 5 5 4S 4 314 12 10 8 8 1O 7.5 7 7 6 5 5 5 5 5 41412109B 0.5 8 S - ] 6.5 4S 3.5 - 5 5 45 3.514 12 10 9 8 - - - IS B.5 . 5 3 - - 7 7 7 7 7 4S - - 5 5 S 5 5 5 4.5 3.5 14 12 10 9 e 7 55 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 9 7 4.5 3.75 - 7 7 55 45 - 5 5 5 45 4 74 1210 9 10 75 5 4 3 7 6 4 J 5 5 4 3 14'-0"14 12 10 9 - - - - 10.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 6.5 5 J 7 7 5 3.5 - 5 5 5 4 1i 12 10 9 - B.5 65 4 7 7 5 ! 5 5 5 4 1412 10 9 7 4.5 3.5 3 7 5.5 3.5 - 5 5 3.5 3 14 12 f0 - - - - - 10 75 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 6 45 3 7 7 4.5 3 5 5 4S J.5 - 14 12 106 4 7 7 5 5 5 5 4 14 12 10 - BS 6.5 4 3.5 - 7 5.5 3.5 - 5 5 35 - 16'-0"14 12 10 - - - - - 95 7 4.5 7.5 3 - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 3.5 - 14 12 10 6 4.5 3 7 6.5 4 5 5 4 3.5 - 14 1z IO - - - - - 75 5.5 .75 - - - - - 7 7 4.5 - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111 / 0 2015 EASTERN METAL SUPPLY, INC. P��Ea A. ri����v-,,, /+ BERTHA HVTM Accordion Shutter System 7 . A,S.S..AC RV. RADE #1WOORW//b FLV American Shutter Systems 1�.N DrSCJ lFnON DATE DRAWN BY: M.L x TILLIT TESTING & ENGINEERING COMPANY STATE Association, Inc. I OLD 11-192 4/73/15 RATE: 4/13/75 '• S TATE OF z 6355 N.W.36th.SL,Site.305,vR-K GARDENS.ELORID.A 3316 ' Phone (305)871-1530.Fav (305)871-1531 4268 Weslroads Drive 2 DRAWING No `F �RIDP•.'\k � e-mail:6llecooaol= West Palm Beach, FL 33407 3 i lr•'••........ \ EB-0006719 15-085 NAL EN�',11`�� WFLORIDA Lie.Lg 441c7E 5 SHEET P.E. SEAL/�IOHAWRr DATE 6 14 OF 20 MAXIMUM S.D.ADESIGN PRESSURE RATING sf) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE &5.1), DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). :E� U B _`=�;T �ATE SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD DOUGLAS W/ W/ MIN_ G=0.43 W MIN. G=0.36 Mnxnnn4 SPAN(0) WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M. N. 0`& R FLOOR-MOUNTINGS M, N;O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W &'X P & 0 S &V S &V _ S&V MIDI KM FRMK WK l;,4 Lu.Mgm Mw mma PARD MM LU.DS71 KVX Time:RM LFA Ua 0.501 KU M nugx WIG(A A50.0.901 WRIT Bdma we;(4 M 8961 luix FRMK RUNG(ryQ D.GL9G1 NGIM1L Pp19.lE RUNG(� lR3o1 NlAil{PIO36E PIING 1�LSD 87.11aGrrt fD1WE iWT6({!)456 D9011ETAK RA9IE RVK(}dl 30 40 60175-90 05 30[40 6075 90 I05 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 300 60 75 90 OS 30'-0'OR LE 12 10 108 6- 6 -6 6 6 12 10 10 9 8 8 6 6- 6" 6 B- 6-.12- 10 10 9 :'e & 6' 6 6 6 6 6_ 6 5 h 4 4- 3-12 12 12 12 12 12 12.12 12 12 12 12 12 12 12 12 12 124'-0' 12 10 10 9 8 8 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 725'�p• I2 10 10 9 B B 6 6 6 6 5.5 12 10 10 9 8 8 fi 6 6 6 6 5 12 10 10 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 126'-0' 1210 10 9 8 6.5 6 6 6 5.5 4.5 12 10 10 9 8 6 6 6 .5 5 M1.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 d 3.5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.7'_p' 12 10 10 9 6.5 4 6 6 ".5 4.5 d 72 70 IO 9 5 36 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10._12 12 12 0.5 8.5 7S8'-0' 12 10 10 7.5 4.5 3 6 6 5 b 3.5 12 70 10 6 3:5 6 6 5- .5 35 3 12 10 10 4 fi--6 5 .5 3.5 3 6 5 412 12 12 12 12 12 72 12 12 12 11 9.5 12 12 11S 9 7.5 6.5 9'-O' 12 10 10 5 3.5 - 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 M1.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - 12 12 12 12 12 10..12 12 12 11. 9.5 8.5 12 12 10 8 6.5 5.5 1D'-0" 12 10 7.5,4 6 6 5 4 3 _12 10 6 3 - 6 6 4 .5 3 12 10 3 - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 12 11.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 12 10 5.5 - 6 6 4.5- - - 12 10 4.5- - 6 5.5 3.5- - 12 10 - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 1p 6.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - 6 5 35- - 12 10 - - 6 5 3.5J- :W 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0- 12. 10 - - 6 6 - - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - - 12 12 12 l0. 8.5 7.5 12 12 10 8 6.5 55 12 0.5 7 SS 4.5 4 14'-0' 12 70 - 6 5.5 - - - - 12 7 •- 5.5 4.5 - - - - 12 7 - - - - .5 4.5 - - 12 12 129.5 8 6 12 12 9.5 7.5 6 45 12 9.5 6.5 5 4 3 15'-0' 12 - - - - 6 - - 12 - - 5 - - - - - 12 - - - - - 5 - - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 / 12 9 6 5 416'-0" 12 - - - - - 6 - - - - 12 - - - - 5 - - - I1.5- - - - 5 - - - - - - 12 12 10. 8.5 6.5 M1 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - 1 n HV BLADE OR n HV BLADE WZ ISA HV WINDOW BLADE WORKING IN UNISON® ♦SEE DMRADONS OF USE IDP BLADE(�ON SIUT 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SR41 BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.O.S) - 1/4'v TAPCON ANCHORS,AS MANUFACTURED By I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/6-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE BR NORTH W/0-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MIN.1/2-COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING All OF 714E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System1LrrC01Nc. W o N 0 H.v.BLADE#I w/OR w/o H.v.1NNDOW BLADE American Shutter Systems IEV.He DESCRIPTION DATE DRAWN By: M.L TILLIT TESTING & ENGINEERING COMPANY QA j67 6355 N.N.36Th.SL,Ste.30.5.NRGNN G-DENS.FLOREN 3316 Association, Inc. T OLD 17-t92 4/t3/15 DAte a/t3/ts -FSB• * _ Phone:(305)871-1530.Fox:(305)871-1571 4268 Westroods Drive z DRAWING No -mall:ulte00000l.�aR, West Palm Beach, FL 33407 3 ER-0006719 4 15-085 STATE OF WALTER A RLLR J,P.E. rt�[0�'•�CA �/M FLORIDA U..8 44167 6 SHi 5 OF 20 (Yr' V.�L� ({Tt SSIONAL��I�I`� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (N HV:i BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADECl) ONLY SHALL WALL FIIJISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON _ TAPCON WITH ADVANCED 11 THREADFORM TECHNOLOGY 1/4'm TAPCON OR W/ 11/2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - OF THREADED AREA TO W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I MN.SFFAPATION 1 - 1 I ) OR EXISTING WOOD HEADER. -I WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I 1b GLASS(SEE I (SEE SCHEDULE ON SHEET 15) �� 1/4'0-20x3/4'S.S. MACHINE I—SCHEDULE ON SHEET_ \ I`%/1/OR $ SCREWS W/ 1/4"-20 NUTS 11 FOR L3AOE®AND I ® 12"O.C. o ON SHEET 19 FOR I DR 03 1"Min, EXISTING I BIAOES0 (g? I I Xl RS EQ E _ GLASS III rI 7Y 1 I WALL ta —QDR)5 FINISH z }I_WALL NAL IXISTING MIN. I FINISH l i 1 2 OR 2"x4'WOOD II� ) OR�O I EXISTING MIN. I _ \ HEADER_REQUIRED 2"x4'_WOOD - - - 1 r4"O TAPCON OR TAPCON WITH ADVANCED I I I' I HEADER REQUIRED THREADFORM TECHNOLOGY 19/1 1/2" EXISTING I IAN,SEPARATIONI I I I I Min, PENETRATION OF THREADED AREA TO GLASS' TO GA`S(S¢ I I I I EXISTING WOOD HEADER. SOIDJLE ON SHEET ( EXISTING 9 MIN.SEPARATION TO GLASS I 1 (SEE SCHEDULE ON SHEET 15) I 11 FOR BLADE(DAN) I GLASS---y —(SEE SCHEDULE ON SHEET 11) 2"x4"CONT.SILL ON SHEET 19 FOR I PLATE REO'D. I RAMS(D a:Q� I ' ( HV WALL HEADER INSTALLATION OHV WALL SILL INSTAL 0 MO HV WALL HEADER INSTALLATION I !I 1 I MIN.SEPARATION TO GLASS MIN.SEPARATION TO GLASS I GLA55--)I I I EXISTING I ( 1 1 E%ISTNG (SEE SCHEDULE ON SHEET 11) IXISDNG /ryI SEE SCHEDULE ON SHEEP 11) I I I I I x NNii--II MIN.SEPARATION TO CLASS I 1 GI16'S� I E,I x GLASS—I I WOOD PLATE d(SEE SCHEDULE ON SHEET 11) I 0 ( 11"q I 1/4'm-20x3A S.S. 6767 I IIL101i I MACHINE SCREWS REQ'D. I I II�Iui�II 1/h"0-20x3/h"S.S. �_ I USING 1/4'-20 NUTS ,I I A 1 t I u��'- ..`a�.�';.•L'•.MACHINE SCREWS W/ I I I ® 12'O.C. WALL I \ "1/4"-20 NUTS® 12" I I I FINISH I I O.C. <... I OR® OR 2•x4'CONT. 40i —E WOOD PLATE I I - RED.D. _ 1'Min. I"Min. i 1 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1 1/2" 2'z4"CONT. Min. PENETRATION OF THREADED AREA TO 6"-0APCON OR TAPCON Wfnl ADVANCED _ EXISTING WOOD HEADER. FORM TECHNOLOGY W/1 DV 1/4'0 TAPCON OR NOTE: REO'D. (SEE SCHEDULE ON SHEET 15) Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEETHRESHEET 4 FOR TYPICAL 1YALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.Z"z 4' 1/2'MIN.CDD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ` STUDS 0 16'0.C.MAX. PLYWOOD REO'D. W/ 1/2* AREA INTO PLYWOOD ENETRATION OF 2 COMBINED SECTIONS ANWCAN t/2"MIN.COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE WALL FINIS (SED SCHEDULE ON SHEET 15) SUR ANY INSTALLATION. ®HV WALL SILL INSTALLATION XISTING MIN. 2'x4'STUDS® 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE qO HV WALL SILL INSTALLATION ♦SEE UMJLATIONS OF U$E OF ©HV WALL SILL INSTAL�.ATION F.B.C. BLADE A ON SHEEP 1V9 FLORIDA BUILDING CODE( g Y Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. 1AI !t[ir''4,, 13ER°THA HVTM �7i �6 .. AmSmSwA■ Accordion Shutter System Kv. BLADE#� w/Um?w/o itv. WINDOW BADE 6�/.4id✓l; American Shutter SySt9mS EV.N DESLTIPION DATEDRAWN BY: M.L • J- TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 DATE-. 4/13/15 TI'; n •�= 6355 N.W.361h.SL.51e.J05,VIRGNIA GAIDENS.FLORUp J316 , esz �• i = Phone (305)871-1530.Fax 4268 Wtroads Drive (305)871-1531 DRAWING NO tL mail:Ultec00001.", West Palm Beach, FL 33407 3 YALTER AOW T TI P.E.r.P. 4 15-085 FLORIDA Lic.#44167 6 SHEET 6 16 OF 20 Nw Y INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & g HVA► BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLUE(1)ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & (IA WORKING IN UNISON J 1/4.0 TAPCON OR 4'x6'(Min.) EXISTING EO---ECI 2 MIN.--y TAPCON WITH ADVANCED I /" ( ) THRE'PDFORN TECHNOLOGY STRUCTURAL BEAM REQUIRED. / EDGE IF APPLICABLE 'I• W/ 1 1/2-Min.PENETRATION I/4"O-20x3 4"S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO _ / OF EXISTING WOOD BEAM EXISTING 1V00D HEADER. 1 PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISRNG WOOD rMin, E-NINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) W/1/4"-20 NUTS ARCHITECT PRIOR TO EO EO — I RAFTER®24' 19 E4-{-E0 O 12'D.C. SHUTTER INSTALLATION. 1/2- -1/2' O.C.REQUIRED —08.15 1/4.0 TAPCON OR / a' EXISTING SOFFIT TAPCON WITH ADVANCED I 3/4'Max.THK. .;.' ,257• THREADFORM TECHNOLOGY Max: W/ 1 1/2"Min.PENETRATION _ _ - __ _. 14x3/4' _ _ED •-ED _, ._ 1•x47xl B'CONT.ALUM.TUBE _. OF THREADED AREA TO -_ EO EQ _ --._ - -S.M.S. -. I .(6063 T6 ALLOY)-W/ t--OrnONP1 EXISTING WOOD HEADER. ®6-OC I (3)5/16"0 LAG SCREWS TO I l (SEE SCHEDULE ON SHEET 15) ) Or 1©or )5 EACH RAFTER OR TRUSS. "�...,• _ t O LOCATE LA SCREWS :...,..<..... I MIDWIDTH F EXISTING_ 0 NG WOO I _EXISTING MIN 2"x4' 1O I MEMBER, (2'Min. NOMINAL EXISTING-4 = HEADER ftECI'D _ _ __ __— _ .I ___. _ ___ _ _ I, -_ _ _ _ r _ _ _OPEN HOLE-AT-EACH = _-_ _ --.WIDTH _W/2'Min. _ O 0 .LAS QI MIN.SEPARATION TO GLASS I STUD TO ACCEPT -f PENETRATION OF THREADED D (SEE SCHEDULE ON SHEET 11) EXE S-1 I� 5/16"0 LAC SATIETY �N 1 AREA.VALID FOR AT CENTER OF TUBE. I'Fpjll)jl i INSTALLATIONS WITH 72pef MAX.A.S.D. DESIGN LOAD AND ETN�TIa+ ( i� EXISTING I MN STPARAI M I N 9'-D-MAX. SPAN.THIS TO 4 (� I GLASS— TO IiA55(SEE INSTALLATION IS ONLY VALID QS HV WALL HEADER INSTALLATION -I I�T ElE m r I , I SCHEDME a 1 I I FOR WOOD W/MIN.SPECIFIC I w SEFET IS I'OR I N OR ® tai stsi �rn cRAvm of 0.50 As Doucvs NgU51 BIADES0& I BIADEt(D&� OR FIR OR SOUTHERN PINE No.2. 1-SEE SHEET 4 FOR TIPICi1 SHUTTER ASSEMBLY OR EQUAL 2-MOUNTING SECTIONS BE COMBINED OT HV CEILING INSTALLATION IN ANY WAY TO SUR ANr INSTALLATION. U. HV CEILING INSTALLATION _41— wrE SErsRnna+ 7OOR1�� It To Oh55(SEE r MIN. 1 I 8 MIN. SEPARATION TO GLASS -'I II II Fall X D(OA1� I TO GGLSSN I I EXISTING I 1 7 (SEE SCHEDULE ON SHEET 11) GLASS ll on SHOT IB FOR • (SEE SCHEDULE EXISTING u �. I O `' ION SHEET 11) CLA55� ALTER I I ) EXISTING I 6 1 1 LOCATION I FINISH 1/4' ©+ 7 I 3/a uN� WASHE/R4HEAD TIX WALL GVSS I I I HEX I DECK REQU REDD Max. SCREWS® 12-o.c (N0 FINISH 13 OR 2'x6'MIN.WOOD ALLOWED) DECK REQUIRED(NO a FINISH ALLOWED) DCE w 19 EDGE OF DECK 1 2' 1 OF -- _ EDGE,LI DECK o O IF APPLICABLE ,_.--, EiT DECK IF IF APPLICABLE 1/4'0-20x3/4"S.S. -,�— APPLLCABLE — 1/4.0 TAPCON OR Min P1iILLIPS TRUSS HEAD 2'x4"CONT. TAPCON WRH ADVANCED MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS _ THREADFORM TECHNOLOGY W/ 1 1/2'Min. 2'MIN. SILL PLATE W/ 1 1/2'Min.PENETRATION 0 12'O.C. 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN— PENETRATION OF THREADED REQ'D. OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP I5) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE UMITATIONS OF USE FOR OO HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION BLADE 1�oi1SHEEf 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �"'I"-•fit B A. TIBC" ©2015 EASTERN METAL SUPPLY,INC. \,\GENS ''•Jam,; BERTHA HVTM e _ F = Accordion Shutter System TME le 1 �6_,Nc. ■ ■ ■ ■ RV.MADE#1 W/OR W/O KV.WNDOv MAX * — American Shutter Systems-p•. � �/ '*= -nLLIT TESTING do ENGINEERING COMPANY c EV. DESCRIPTION BATE DRAWN BY: M/ UU ASSOCIatiOnT Inc. I OLD 11-i92 4/13/15 GATE 4/13/15 9'•, : 6355 N.N.36M.Sl..Ste.3X5,MRGWW GARDENS.FLORIDA 3116 4268 Westroads Drive z Phone:(30.5)871-1530.Fax:(305)B71-1531 DRAWING No �'���FS •. �r1`: a moil:611oao®ool.'om West Palm Beach, FL 33407 3E-0006719 15-085 ''jos/ONAL .``�� WALTER A TILUT J,P.E 4 'A..LI 1A`\` FLORIDA lie.R 44167 5 SHEET P.E. SEAL��'tA�URE/DATE 6 17 OF 20 c 01 -03-015-@-014 . FRaI 11MffATION¢ AND CONDR10N5 OF USE FOR BERTHA A ® © �1 __7 (P (P 10 r (P I.RAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 ps.l. 2. MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A D,G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M. O,T.U&W ON SHEETS 16& 17. Z E 4 ONLY YCCENTERMATES 21 (BOTH W/Ln4 DIN A NGR 2i)ARE ALLOWED WnH lei} Owl �ORv YOIJT,pS MUST BE NCLUDED ON Y AT EXTERIOR-I—SDE OFIN CASE OF OPPOSING 16°a1E0 /j� JJJ''}�� CINTFRMA E. TYP.EA.END • / \ \ 5. (A)HV WINDOW BLADE 1�SHALL ONLY ALLOW A MA%IMUU OF-5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. '1 (D)MIN CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE MAX.5 WINDOWS N_ ♦ • ♦ • - r r ° - • + - OF ANY 3'0 HOLE FOR®SHALL BE 12'. r� r s . ,..- ALLOWED AT HV _ _. - -_. • _ _ _ - , : _ r - _ _ _ _ _ _ __ _ ____ ___... _ _ .•_ _ _ _ _ WINDOW BLADE (C)FIRST OR LW BLADE COMING OUT'FROM STARTERS AT ENDS WAY BE HV WINDOW BLADE 1 In �• (D)HV WINDOW BLADE 10 MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q lit THROUGHOUT SHUrfEWs wDIH. ♦ • • • (E)C RMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W el - ♦ r • �� BLADE 1 AT EITHER SIDE OF THEIR. (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED 50 TAB$FACE SEE END =Y g5 THE INTERIOR OF THE OPENING BEING PROTECTED.W MDOw MUST BE CONNECTION _ ♦ / 5 ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASS/ DETAILS ON SHEETS 10& 1B TYP. ibINC. gt FULL HEIGHT. DgR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IWO WOOD FRAME BUILDINGS ON SHEET 15,AS LJWTED BY SPAN AND DESIGN LOAD(SEE NOTES P YP 4 yg•+ 1 &2 ABOVE). b� 7.SEE ANCHOR SPACING BLOCKSCHEDULE FOR INSTALLATIONS 12 TWO POURED - CONCREIE�OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). S.MINIMUM SEPARATION TO GLASS SCHEDULE PER ASTM E-1996: 5 (SEE PLAN FOR REQUIREMENTS) D H TYP TOP&BOTTOM W ) oB®on� WIND ZONE MINIMUM SEPARAl10N TO CLA55 NUMITED WIDTH- 1 THRU 3 I. ELEVATION 14M SEPAR471ON TD CLASS EXISTING GLASS1SEE SaFDIKE ON SHEET 11 FCR BLADE(J7 4 6.25' ----- AND ON THIS SHEET FOR HADES �A ---5-------------- -------- ----z; --------- --------------- :a PPOgING CENTERMATES&a W/&EXTERIOR ONLY) TYP. 1 1 \ 4 W _ 1 \ 1 4 5 TTP. SYM ICAI�cExEERRMATEs 21 / Lwmoc an w%O 3 D(SEE WNoie a ABovE) PLAN—' \ 21 4 5 TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 11& SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ``YIIIIIIll1i IIII/IA7 ©2015 EASTERN 6(ETAL SUPPLY,INC. BERTHA HVTM /I�L. A Accordion Shutter System �� ® i H c. ■ ■ ■ ■ Kv. MADE#1 w/OR w/o H.v. WtNaoN BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.H DESCRIPDoN DATE DRAWN W: M.L.•' STATE ESNs N.W.36N.SL,St..305,VIR—M GMDENS,NA_3316 Association, Inc. 1 OLD 11-192 4/13/15 GATE: 4/13/15 >-• DF- Phone (305)B71-1530.Fax:(305)671-1531 4268 Westroads Drive 2 DRAWING No '�O�F F/ORIOP •'�����` °- .4:Ill°`°®°ol.c°" West Palm Beach, FL 33407 3 EB-0006719 15-085 r. y ts5+''•...•..••Cj\ �� WALTER A TI LUT JP.E. 4 ri /R1Vn9LN / FLORIDA Lie 44167 5 SHEET P.E. 3&A L�D1�E DATE 6 19 OF 20 /ME�..1 1/2 0.035" 1" I INSTALLATIONS W/ (D HV BLADE & HV CENTERMATES 2*0011*M­ ,n 53 G 40 ASTM A-6 in. . - OF Min. G­0 GALV.STEEL '083" METAL STUDS AT 16"D.C. 43h INTO METAL STUD WALLS I --------- a 0 6 O.C. 40 41 11 o 0- 1/2" .415- 114"o NOMINAL ONS AND CONDITIONS OF USE ALUMINUM SLEEVE 1z o GENERAL UNII FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-175 ALLOY 3/4',6 1/4-x 0.035'THICK Mi..I 43c 430 1 (I ACK -D.C. 0ION TO METAL STUD WALLS G TM A-65.METR4 D 106 SEPARATION TO GLASS SCHEDULE 3 000" -GLV 0 O.C.0 ASTM D.C. SYSTEM INSTALLATION ---- GALVANIZED FASTENED TO STUDS T-� I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) W1(2)#6xf/2'TEK SCREWS ON I EXISTING FINISH INTERIOR&EXTERIOR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION LENGTH+ I" EXISTING CLASS MIN. SEPARATION 3. ALLOWED MOUNTING:8 ON THIS SHEET. TO GLASS (9 TO GLASS @� 1/4"0-2OX3" 13OLT (SEE SCHEDULE) 43 4. ONLY_CENTERMATE 2 W/n24 HV LOCK ARE ALLOWED 1 THRU :5 1. MUST PENETRATE(9c ill (TYP.) WITH-(�l, _)'ARRANGED A SY79METRICAL LAYOUT. USE OF (2)n.35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" 3/4'x 6 1/4x 0.035'THICK Min EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -P7 .1 AS APPLICABLE CONI.GALV.STEEL TRACK CHANNEL, CENTERMATE. 010" ASTM A-653 GRADE 40 Mi; _60 [ZED FASTENED TO SPUDS_ S_ WI D (2)16.1/2"TEK SCR ON 43C 430 11 NTERIOR EXTERIOR FACE 0 6, 0 6"D.C. Lt/4'•0-20 01 O.C.. �:z 1/,�' THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1/4"0 ELCO CONSTRUCTION 1/2- 12 38 CENTERMATE 21 APPLICATION WITH BLADEG) PRODUCTS FAB—LOK HD 4 1 1/2'x 0.035"THICK AST,(A 0 6 D.C. _653 GRADE 40 1- COMPONENTS Min.G-60 GALV.STEEL @ MS WALL HEADER SILL INSTALLATION METAL STUDS AT 16,O.C. in. / EXISTING FINISH AS APPLICABLE SCALE: 3/8"-- 1' M V A A .1 vA A (TYP.TOP&BOTTOM) I 3/4-x 6 1/4-x 0.035-THICK Min. tONT GALV STEEL TRACK CHANNEL. TNE J 7E—XIST—ING—GLA—SS /ASM'A Eii�GRADE 4 Min.G-60 L -"ON'�-.VAR)ES:-.: —_4.-.,—.:'�SY�MZEPRkkQ C. .. . I �:-'.'­" 1, 430.43b 43' 1 :MlI`1 SEPARA INTERIOR EXTERIOR FACE TO GLASS 2- CENTERIVIATES W.I..I CENTERMATES (SEE SCHEDULE).` EXTERIOR ACCESS SOLACCESS SIDE r—------ ---- ----—--- r -- IN6'(TYP-) 151 Min.) — ------ ----- CZ1W\ -all -------------------- + ------------- 12)42 2 21 21 + J21 1 LOCATED AT I2 --------—- --- --- liv HEADER/SILL ENDS VIEW Y 4 \13(6"Min.) 24 SIDE CONNECTION TO TRACK (Cont.) 6 1/2"(Typ.) 6 1/2'MAX. SLACK * .HVA HVQ BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 0 2015 EASTERN METAL SUPPLY. INC. ........... BERTHA HVTm ems Accordion Shutter System /17-Ugq�-6 ,m c AnSmISAIIIIIII RV.BLADE#1 W/OR W/0 KV.WINDOW MADE American Shutter St TILLIT TESTING & ENGINEERING COMPANY stems 1%Vw N& DESCRIPnON DATE DRAWN BY: M.L .355 H.W.361h.SL,St..30.—INIA D Association, Inc. I OLD 11-192 DATE: 4/J3/15 DENS,FLORIDA 3316 Phony (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 —DRAWING No 0 R ­61:tilt...O.W.— West Palm Beach, FL 33407 3 WALTEE-0006719 15-085 i�7j`SSI FLORIDA Lic.j 44167 5 SHEET ...... R A.TILUT Jr.P.r 4 P.E. U,7,,qH14A'rNe;DATE 6 20 OF 20